대형삼축압축시험을 이용한 철도노반재료의 동적 물성 제안

' 대형삼축압축시험을 이용한 철도노반재료의 동적 물성 제안' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 공익사업
  • coarsegranularmaterial
  • dampingratio
  • largetriaxialtest
  • roadbed
  • shear modulus
  • 감쇠비
  • 노반
  • 대형삼축압축시험
  • 전단탄성계수
  • 조립재료
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
2,268 0

0.0%

' 대형삼축압축시험을 이용한 철도노반재료의 동적 물성 제안' 의 참고문헌

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  • 시료 입자 크기와 시험 장치가 조립 재료의 거동 특성에 미치는 영향
    서민우 대한토목학회 논문집C 27 (6C) : 393 ~ 400 [2007]
  • 대형삼축압축시험장비 구축과 도상자갈의 정적압축시험 평가
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  • 대형삼축압축시험을 이용한 상사입도 조정 재료의 탄성계수 산정시험
    이성진 대한토목학회 논문집C 32 (5) : 211 ~ 220 [2012]
  • velope of A New Family of Normalize Modulus Reduction and Material Damping Curves
    B. M. Darendeli Univ. of Texas at Austin [2001]
  • Study on Young’s Modulus of Geomaterials used in Korean Railway Infrastructures
    S.J. Lee IJR(International Journal of Railway) 6 (2) : 53 ~ 58 [2013]
  • Soil Moduli and Damping Factors for Dynamic Response Analyses
    H.B. Seed [1970]
  • Shear Modulus and Damping Relationships for Gravels
    K.M. Rollins J. Geotech. and Geoenv. Eng 124 (5) : 396 ~ 405 [1998]
  • Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests
    B. Indraratna J. Geotech. and Geoenv. Eng 124 (5) : 439 ~ 449 [1998]
  • Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials
    JGS 0542-2000 [1999]
  • Large-Scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls
    S. Maqbool Soils Found 47 (6) : 1063 ~ 1073 [2007]
  • Foundation Materials Using Midsize Resonant Column Test apparatus
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    L. AnhDan Geotechnical Testing Journal 29 (5) : 373 ~ 384 [2006]
  • Effects of Large Number of Cyclic Loading on Deformation Characteristics of Dense Granular Materials
    L. AnhDan Soils Found 44 (3) : 115 ~ 123 [2004]
  • Effect of Confining Pressure on Ballast Degradation and Deformation under Cyclic Triaxial Loading, Geotechnique
    J. Lackenby Institution of Civil Engineers 57 (6) : 527 ~ 536 [2007]
  • Dynamic Properties of Soils Subjected to 1994 Northride Earthquake
    M.B. Darendeli University of Texas at Austin [1997]
  • 박사
    Dynamic Properties of Sandy and Gravelly soils
    Menq, Farn-Yuh The University of Texas at Austin [2003]
  • Determination of Hyperbolic Model Parameters for Rockfill Materials using Large Triaxial Tests
    D.H. Shin Proceedings of 2002 Korean Society of Civil Engineers, Busan : 2403 ~ 2406 [2002]
  • Description of stress-strain curves by three parameters
    W. Ramberg 9ACA Tech. 9ote 9o. 902, Washington, D.C [1943]
  • Cyclic Stress-Strain Response of Compacted Gravel
    G. Modoni Geotechnique 61 (6) : 473 ~ 485 [2011]
  • Comparison of Young's Moduli of Dense Sand and Gravel Measured by Dynamic and Static Methods, Geotech
    L. AnhDan Testing Journal 25 (4) : 349 ~ 358 [2002]
  • Anisotropic Deformation Properties of Dense Granular Soils by Large-Scale True Triaxial Tests
    AnhDan, L. Koseki, J. Proc. of Deformation Characteristics of Geomaterials, Di Benedetto et al.(eds) : 305 ~ 312 [2003]
  • Alternative Testing Methods for Subgrade and Sub-base Materials Considering Deformational Characteristics of Soils
    G.C. Kweon KAIST [1999]